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Billingsly Place over Stream

Montgomery County, Alabama

Map

Coordinates:
+32.31667, -86.16667
32°19'00" N, 86°10'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:Billingsly Place over Stream
Structure number:019919
Location:0.2 East of Taylor Rd.
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:24.0 ft. [7.3 m]
Total length:159.1 ft. [48.5 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,400 [as of 2006]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:61.3 tons [55.7 metric tons]
Inventory rating:36.9 tons [33.5 metric tons]
Sufficiency rating:92.5
Estimated cost of work:$1,945,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201692.5GoodGoodVery GoodVery Good-2400
January 201492.5GoodGoodVery GoodVery Good-2400
January 201292.5GoodGoodVery GoodVery Good-2400
January 201092.5GoodGoodVery GoodVery Good-2400
January 200892.5GoodGoodVery GoodVery Good-2400
February 200689.5GoodVery GoodVery GoodVery Good-2400